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KY-177 over GRASSY CREEK

Map

Coordinates:
+38.80333, -84.42556
38°48'12" N, 84°25'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-177 over GRASSY CREEK
Structure number:096B00026N
Old structure number:096*0177*B0026 (from 1992 edition)
Location:.15 MI SOU. OF KENTON CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:57.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201657.2FairFairFairFair-490
May 201452.0FairFairFairFairFO1153
February 201452.0FairFairFairFairFO1153
February 201252.2FairFairFairFairFO1050
March 201052.0FairFairFairFairFO1140
March 200852.7FairSatisfactorySatisfactoryFairFO1310
May 200663.7FairGoodGoodSatisfactoryFO1079
March 200463.3FairGoodGoodSatisfactoryFO1094
January 200263.3FairGoodGoodSatisfactoryFO1094
February 200063.3FairGoodGoodSatisfactoryFO1094
February 199863.3FairGoodGoodSatisfactoryFO1094
February 199663.3FairGoodGoodSatisfactoryFO1094
April 199475.2FairSatisfactoryGoodSatisfactory-349
January 199275.2GoodGoodVery GoodGood-349
March 199075.2GoodGoodVery GoodGood-349

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.63654060360
Deck
Reinforced Concrete Top Flangesq. ft.4,1763,738418200
Wearing Surfacessq. ft.3,5033,08541800
Substructure
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.60481200
Reinforced Concrete Pile Cap/Footinglinear ft.1601600
Reinforced Concrete Pier Caplinear ft.491815160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3183081000